RAB MASJID

Daftar Analisa Biaya

No.	Macam Pekerjaan					Upah	Bahan	Jumlah
(1)	(2)					(3)	(4)	(5)
SNI	1.0000	m3	Galian tanah biasa sedalam sampai 1 meter
6.1	0.4000	org	Pekerja	@ Rp.	30,000.00	12,000.00
	0.0400	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	1,600.00 13,600.00 13,600.00		13,600.00 13,600.00
SNI	1.0000	m3	Urug kembali bekas galian
6.9	0.1920	org	Pekerja	@ Rp.	30,000.00	5,760.00
	0.0190	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	760.00 6,520.00 6,520.00		6,520.00 6,520.00
A18	1.0000	m3	Urug pasir
	1.2000	m3	Pasir urug	@ Rp.	70,000.00		84,000.00
	0.3000	org	Pekerja	@ Rp.	30,000.00	9,000.00
	0.0100	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	400.00 9,400.00 9,400.00	84,000.00 84,000.00	93,400.00 93,400.00
SNI	1.0000	m3	Pasangan pondasi 1 Pc : 4 Ps
6.5	1.1000	m3	Batu belah 15/20 cm	@ Rp.	90,000.00		99,000.00
03-2836-2002	163.0000	kg	PC	@ Rp.	900.00		146,700.00
	0.5200	m3	Pasir pasang	@ Rp.	80,000.00		41,600.00
	0.6000	org	Tukang batu	@ Rp.	35,000.00	21,000.00
	0.0600	org	Kepala tukang batu	@ Rp.	37,500.00	2,250.00
	1.5000	org	Pekerja	@ Rp.	30,000.00	45,000.00
	0.0750	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	3,000.00 71,250.00 71,250.00	287,300.00 287,300.00	358,550.00 358,550.00
SNI	1.0000	m2	Pasangan bata merah tebal 1/2 bata, 1 Pc :	4 Ps
6.11	70.0000	bh	Bata merah 5 x 11 x 22 cm	@ Rp.	350.00		24,500.00
03-2837-2002	11.5000	kg	PC	@ Rp.	900.00		10,350.00
	0.0430	m3	Pasir pasang	@ Rp.	80,000.00		3,440.00
	0.1000	org	Tukang batu	@ Rp.	35,000.00	3,500.00
	0.0100	org	Kepala tukang batu	@ Rp.	37,500.00	375.00
	0.3200	org	Pekerja	@ Rp.	30,000.00	9,600.00
	0.0150	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	600.00 14,075.00 14,075.00	38,290.00 38,290.00	52,365.00 52,365.00
SNI	1.0000	m2	Plesteran 1 Pc : 4 Ps, tebal 15 mm
6.4	5.2000	kg	PC	@ Rp.	764.00		3,972.80
03-2837-2002	0.0200	m3	Pasir pasang	@ Rp.	76,000.00		1,520.00
	0.1500	org	Tukang batu	@ Rp.	35,000.00	5,250.00
	0.0150	org	Kepala tukang batu	@ Rp.	37,500.00	562.50
	0.2000	org	Pekerja	@ Rp.	30,000.00	6,000.00
	0.0100	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	400.00 12,212.50 12,212.00	5,492.80 5,492.00	17,705.30 17,705.00

No.	Macam Pekerjaan					Upah	Bahan	Jumlah
(1)	(2)					(3)	(4)	(5)
SNI	1.0000	m2	Pasangan roster 25/25 cm
6.19	16.0000	bh	Roster 25/25 cm	@ Rp.	3,000.00		48,000.00
	12.5000	kg	PC	@ Rp.	900.00		11,250.00
	0.0400	m3	Pasir pasang	@ Rp.	80,000.00		3,200.00
	0.1000	org	Tukang batu	@ Rp.	35,000.00	3,500.00
	0.0100	org	Kepala tukang batu	@ Rp.	37,500.00	375.00
	0.5000	org	Pekerja	@ Rp.	30,000.00	15,000.00
	0.0250	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	1,000.00 19,875.00 19,875.00	62,450.00 62,450.00	82,325.00 82,325.00
AK	1.0000	m2	Pasang tegel keramik 30/30 berglasir
	1.0000	m2	Tegel keramik 30/30	@ Rp.	40,000.00		40,000.00
	4.0800	kg	PC	@ Rp.	900.00		3,672.00
	0.0090	m3	Pasir pasang	@ Rp.	70,000.00		630.00
	0.6000	kg	Semen putih	@ Rp.	1,500.00		900.00
	0.5000	org	Tukang batu	@ Rp.	35,000.00	17,500.00
	0.0500	org	Kep. Tk. Batu	@ Rp.	37,500.00	1,875.00
	0.2500	org	Pekerja	@ Rp.	30,000.00	7,500.00
	0.0125	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	500.00 27,375.00 27,375.00	45,202.00 45,202.00	72,577.00 72,577.00
	1.0000	m3	Kolom Praktis
	1.0000	m3	Beton site mix (1 pc: 2 ps : 3pk)	@ Rp.	600,000.00		600,000.00
	82.3432	kg	Besi beton bjtp 24	@ Rp.	7,500.00		617,573.96
	13.3300	m3	Bekisting	@ Rp.	80,000.00		1,066,400.00
	1.0000	m3	Upah cor JUMLAH DIBULATKAN	@ Rp.	125,000.00	125,000.00 125,000.00 125,000.00	2,482,029.96 2,482,029.00	2,607,029.96 2,607,029.00
	1.0000	m3	Plat Beton Talang
	1.0000	m3	Beton site mix (1 pc: 2 ps : 3pk)	@ Rp.	600,000.00		600,000.00
	100.3200	kg	Besi beton bjtp 24	@ Rp.	7,500.00		752,400.00
	10.0000	m3	Bekisting	@ Rp.	108,650.00		1,086,500.00
	1.0000	m3	Upah cor JUMLAH DIBULATKAN	@ Rp.	145,000.00	145,000.00 145,000.00 145,000.00	4,920,929.00 4,920,929.00	5,065,929.00 5,065,929.00
	1.0000	m3	Sloof 15/20
	1.0000	m3	Beton site mix (1 pc: 2 ps : 3pk)	@ Rp.	600,000.00		600,000.00
	137.4200	kg	Besi beton bjtp 24	@ Rp.	7,500.00		1,030,650.00
	13.3333	m3	Bekisting	@ Rp.	44,730.00		596,400.00
	1.0000	m3	Upah cor JUMLAH DIBULATKAN	@ Rp.	125,000.00	125,000.00 125,000.00 125,000.00	2,227,050.00 2,227,050.00	2,352,050.00 2,352,050.00
	1.0000	m3	Beton Balok 20/30
	1.0000	m3	Beton site mix (1 pc: 2 ps : 3pk)	@ Rp.	600,000.00		600,000.00
	151.4167	kg	Besi beton bjtp 40	@ Rp.	9,000.00		1,362,750.00
	77.3195	kg	Besi beton bjtp 24	@ Rp.	7,500.00		579,896.00
	11.6667	m3	Bekisting	@ Rp.	126,800.00		1,479,333.33
	1.0000	m3	Upah cor JUMLAH DIBULATKAN	@ Rp.	145,000.00	145,000.00 145,000.00 145,000.00	4,021,979.33 4,021,979.00	4,166,979.33 4,166,979.00

No.	Macam Pekerjaan					Upah	Bahan	Jumlah
(1)	(2)					(3)	(4)	(5)
	1.0000	m2	Pasang genteng lama
	0.1000	org	Tukang batu	@ Rp.	35,000.00	3,500.00
	0.0100	org	Kep. Tk. Batu	@ Rp-	37,500.00	375.00
	0.2000	org	Pekerja	@ Rp-	30,000.00	6,000.00
	0.0100	org	Mandor JUMLAH DIBULATKAN	@ Rp-	40,000.00	400.00 10,275.00 10,275.00	-	10,275.00 10,275.00
SNI	1.0000	m3	Pasang Goording Lama
	0.8000	kg	Paku biasa 2" - 5"	@ Rp-	8,000.00		6,400.00
	12.0000	org	Tukang kayu	@ Rp-	35,000.00	420,000.00
	1.2000	org	Kepala tukang kayu	@ Rp-	37,500.00	45,000.00
	4.0000	org	Pekerja	@ Rp-	30,000.00	120,000.00
	0.2000	org	Mandor JUMLAH DIBULATKAN	@ Rp-	40,000.00	8,000.00 593,000.00 593,000.00	6,400.00 6,400.00	599,400.00 599,400.00
F.16	1.0000	m2	Pasang usuk 5/7, reng 2/3 lama
	0.1500	kg	Paku usuk	@ Rp-	8,000.00		1,200.00
	0.1000	kg	Paku reng	@ Rp-	8,000.00		800.00
	0.1000	org	Tukang kayu	@ Rp-	35,000.00	3,500.00
	0.0100	org	Kep. Tk. Kayu	@ Rp-	37,500.00	375.00
	0.1000	org	Pekerja	@ Rp-	30,000.00	3,000.00
	0.0025	org	Mandor JUMLAH DIBULATKAN	@ Rp-	40,000.00	100.00 6,975.00 6,975.00	2,000.00 2,000.00	8,975.00 8,975.00
SNI	1.0000	m2	Pengecatan tembok baru (1 lapis plamir, 1 l	apis cat	dasar, 2 lapis c	at penutup)
6.14	0.1000	kg	Plamir tembok	@ Rp-	10,000.00		1,000.00
	0.1000	kg	Cat dasar	@ Rp-	12,500.00		1,250.00
	0.2600	kg	Cat penutup 2 x	@ Rp-	12,500.00		3,250.00
	0.0630	org	Tukang cat	@ Rp-	35,000.00	2,205.00
	0.0063	org	Kepala tukang cat	@ Rp-	37,500.00	236.25
	0.0200	org	Pekerja	@ Rp-	30,000.00	600.00
	0.0025	org	Mandor JUMLAH DIBULATKAN	@ Rp-	40,000.00	100.00 3,141.25 3,141.00	5,500.00 5,500.00	8,641.25 8,641.00
SNI	1.0000	m2	Pengecatan bidang kayu baru (1 lapis plam	ir), 1 lap	is cat dasar, 2 la	pis cat penutup
6.8	0.2000	kg	Cat meni	@ Rp-	12,000.00		2,400.00
	0.1500	kg	Plamir	@ Rp-	12,000.00		1,800.00
	0.1700	kg	Cat dasar	@ Rp-	32,000.00		5,440.00
	0.2600	kg	Cat penutup	@ Rp-	32,000.00		8,320.00
	0.0900	org	Tukang cat	@ Rp-	35,000.00	3,150.00
	0.0060	org	Kepala tukang cat	@ Rp-	37,500.00	225.00
	0.0700	org	Pekerja	@ Rp-	30,000.00	2,100.00
	0.0025	org	Mandor JUMLAH DIBULATKAN	@ Rp-	40,000.00	100.00 5,575.00 5,575.00	17,960.00 17,960.00	23,535.00 23,535.00
SNI	1.0000	m2	Pasang pintu alumunium
	1.0000	m2	Pintu alumunium	@ Rp-	500,000.00		500,000.00
6.9	1.0500	org	Tukang besi konstruksi	@ Rp-	35,000.00	36,750.00
	0.1050	org	Kepala tukang besi	@ Rp-	37,500.00	3,937.50
	1.0500	org	Pekerja	@ Rp-	30,000.00	31,500.00
	0.0052	org	Mandor JUMLAH DIBULATKAN	@ Rp-	40,000.00	208.00 72,395.50 72,395.00	500,000.00 500,000.00	572,395.50 572,395.00

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No.	Macam Pekerjaan					Upah	Bahan	Jumlah
(1)	(2)					(3)	(4)	(5)
SNI	1.0000	m2	Pasang teralis besi
	11.5000	m1	Baja strip 2 x 3	@ Rp.	11,000.00		126,500.00
6.12	1.2000	org	Tukang las	@ Rp.	35,000.00	42,000.00
	0.0120	org	Kepala tukang las	@ Rp.	37,500.00	450.00
	1.2000	org	Pekerja	@ Rp.	30,000.00	36,000.00
	0.0006	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	24.00 78,474.00 78,474.00	126,500.00 126,500.00	204,974.00 204,974.00
H.2A	1.0000	m2	Pasang genteng beton besar Natural ( isi 9 / m 2 )
	9.0000	bh	Genteng beton natural	@ Rp.	4,000.00		36,000.00
	0.1000	org	Tukang batu	@ Rp.	35,000.00	3,500.00
	0.0100	org	Kep. Tk. Batu	@ Rp.	37,500.00	375.00
	0.2000	org	Pekerja	@ Rp.	30,000.00	6,000.00
	0.0100	org	Mandor JUMLAH DIBULATKAN	@ Rp.	40,000.00	400.00 10,275.00 10,275.00	36,000.00 36,000.00	46,275.00 46,275.00